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HomeMy WebLinkAboutAPPROVED FDOH PlansPLAN SHEET INDEX SHEET A100 COVER SHEET SHEETA101 FLOOR PLAN SHEET A102 ELEVATIONS SHEET A103 ELECTRICAL SHEET A104 FOUNDATION SHEET A105 BLOCK & TIE BEAM SHEET A106 HVAC & PLUMB. SHEETA107 TRUSS LAYOUT SHEET A108 DETAILS SHEET A109 DETAILS SHEET A110 N/A SHEET A111 N/A PLAN SHEET INDEX PROPOSED KEY LARGO SPEC- 5708 TANGELO DR., FORT PIERCE, FL 34982 THIS ELECTRONIC SIGNATURE AND SEAL CERTIFIES ALL (10) PAGES IN THIS FILE. CONSTRUCTION BY 0 - - --------- - 5 PORT ST LUCIE PROPERTIES 201 SW PSL BLVD UNIT 1031 PORT ST LUCIE, FLORIDA, 34984 ,MODEL: (772) 336-0050 CONSTRUCTION OFFICE: (772) 249-0089 WWW.PSLPROP COM DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE PROJECT NAME: PROPOSED SPEC HOME OCCUPANCY TYPE : R STREET ADDRESS : 5708 TANGELO DR., FORT PIERCE, FL 34982 CONSTRUCTION TYPE: v PERMIT NUMBER: CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL POSITION OF THE BUILDING CODE R C T STRUCTURAL S CU RENTLY ADOPTED AND ENFORCED BY THE ST. LUCIE COUNTY. I ALSO CERTIFY THAT ELEMENTS U L DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. FLORIDA BUILDING CODE: 2020 EDITION WITH: X SUPPLEMENTS AND ASCE 7 - 16 2. STRUCTURE DESIGNED AS :ENCLOSED: x PARTIALLY ENCLOSED: OPEN BUILDING: x 3. RISK CATEGORY : I II Ill IV EXPOSURE CATEGORY: 13 C x D 4. DESIGN WIND VELOCITY: 160 MPH 124 ASD N/A LRFD END ZONE WIDTH: 5' 6112 12.2 N/A 5. MEAN ROOF HEIGHT ROOF PITCH: PARAPET: FT. 6. COMPONENTS & CLADDING WIND PRESSURES USED: (PSF, BASED ON 10 SQ, FT. @ 10'MRH) ZONE 1: + 26.6 ZONE 2: + 26.6 ZONE 3: + 26.6 ZONE 4: + 35'6 ZONE 5: + 35,6 GARAGE: + 30.3 - 47.8 - 65.8 - 90.1 - 38.7 - 47.7 - 37.0 - NA 4 0 5 20 / ROOF LVE: PS BALCONY PSF 7. DESIGN LOADS: FLOOR: PSF ROOF PSF / I F DOCK: N/A PSF DECK: N/A PSF STAIRS: N/A PSF FENCE: N/A PSF RAILING - N/A PLF I CONCENTRATED 8. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE: YES X NO (NOT APPLICABLE EXPLAIN WHY NOT) 9. IS A CONTINUOUS LOAD PATH PROVIDED: X YES (NOT APPLICABLE EXPLAIN WHY NOT) 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL TEST REPORTS SUBMITTED ? YES AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CEERTIFICATION IS TRU AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME: PAUL WELCH., P.E. CERT. # & CO. CERT. AUTH. 29945 DESIGN FIRM: PAUL WELCH INC. DATE: ADDRESS: 1984 SW. BILTMORE ST. PSL FL. 34984 PORT PROP Paul Digitally signed by Paul Welch elch3 :,Date.: 2021.10.28 15:19:00 04'00' FW_ I FW_ IJIN I IN I I FR__ I ON I 0111MINWill PLANS AND ENGINEERING BY PAUL WELCH INC.- PAUL WELCH, P.E. REG. 29945 PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 81'4"X 57'-O" AREA TABULATIONS LIVING AREA 2 CAR GARAGE COVERED ENTRY BACK PORCH 1799 SQUARE FEET 388 SQUARE FEET 45 SQUARE FEET 164 SQUARE FEET TOTAL FOOTPRI T 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14, 793.28 SQ, FT. PLANNING & DEVELOPMENT SERVICES DEPARTMENT ST LUCIE COUNTY,, FLORIDA BUILDING & REGULATIONS DIVISION PRODUCT REVIEWAFFIDAVIT . BUILDING PERMIT NUMBER: OWNERS NAME: PROP. SPEC HOME APPLICANT: PRODUCT OPENING PRODUCT RATED MANUFACTURER MODEL NUMBER PRODUCT GLASS TYPE METHOD OF ATTACHMENTI DESIGN PRESSURES DESIGN PRESSURES APPROVAL NUMBER WINDOWS SEE ELEVATIONS + 1- 55.0 MIWINDOWS & DOORS 185 SH FL # 17499.1 IMPACT 3118" x -Ira" MIN. EMBED TAPCONS AT 2" 11B" O.C. WINDOWS NIA NIA NIA NIA NIA NIA NIA MULLIONS NIA BLOCK GLASS NIA NIA NIA N/A NIA NIA N/A SKYLIGHTS NIA NIA NIA NIA NIA NIA NIA SLIDING GLASS DOORS SEE ELEVATIONS +/- 55.0 MI WINDOWS & DOORS 1201 1301 140 FL # 22401.3 IMPACT (2 R TAPCO4" x 1 114" MIN. EMBED TAPCONS AT 8" 118' O.O. SWING TYPE DOORS NIA NIA NIA NIA NIA NIA NIA FRENCH DOORS SEE ELEVATIONS + / - 50 THERMA-TRU SMOOTH STAR FL # 20468.9 IMPACT 114' X 1-114" MIN. EMBED TAPCONS AT 6" 114" O.C. AND 3" & 7" EACH SIDE OF MEETING POINT TOP AND BOTTOM GARAGE DOORS SEE ELEVATIONS + 55 / - 64 DAB 824 / 811 FL # 15371.5 NIA 5118" x 1 5/8"LAG SCREWS EMBEDER P OP (ONE BRACKEETT HURRICANE PROTECTION N/A NIA NIA NIA NIA NIA NIA ROOF VENTILATION N/A NIA NIA N/A NIA NIA UNDERLAYMENT NIA NIA POLYGLASS USA, INC. POLYSTICK FL # 5259.1 NIA TU PLUS APPLY POLYGLASS TU PLUS DIRECTLY TO THE ROOF DECK. D0 NOTAPPLY TO SHINGLES OR OTHER ROOF COVERINGS. START AT LOWEST POINT OF THE: ROOF DECK WHERE POSSIBLE. CUTTHE POLYS ICK TU PLUS TO A SUITABLE, T TA WORKABLE LENGTH, OVERLAP SEAMS 3- MIN. AMD ENDLAPS 6' MIN. V PRESSURE FROMPEAL HALF OF THE BACKING OFF THE ROLLANOAPPLY FIRM EVEN THE CENTER TO THE EDGES, REMOVE THE BACKING FROM THE REMAINING HALF OF THE: ROttAND APPLY PRESSURE, ROOFING MATERIALS -65.7 90.1 GULF COAST SUPPLYAND 5 V CRIMP METAL ROOF FL # 33818.1 NIA PANEL FASTENER #9 15 X 1-1/2" WOOD GRIP WITH SEALING WASHER IN THE RIB OF THE PANEL, 114" MINIMUM MANUFACTURING PENETRATION THROUGH THE PLYWOOD. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENERS SHALL BE ' I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING, AND HAVE APPROVED THEIR USE IN THIS INSTALLED IN THE RIB OF THE PANEL AT 12" O.C. PARALLEL TO STRUCTURE TO PROVIDE ADEQUATE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. SLOPE AND &" O.C. ALL PERIMETER OR ROOF: NAME: PAUL WELCH SR, P.E. SIGNATURE: ON PLAN DESIGN PROFESSIONAL: PAUL WELCH INC. CERTIFICATION NO. 29945 SW PORT Si LUCIE BLVD., SUIT 103, PORT Si LUCI[, fLORIDA 34983 PROJECT NAME PROPOSED KEY LARGO SPEC HOME PR©JECT'ADDRESS : ' 5708 TANGELO DR., FORT PIERCE, FL 34982 SHEET TITLE COVER PAGE DATE : 08/13/2021 SCALE : 1 /4" = V-0" GARAGE SIDE : RIGHT EXPOSURE : 160C MODEL: KEY LARGO JOB NUMBER GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS ATJOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS, 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDRIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402A.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R401.3, ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2017 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V WI BATTERY BACK UP - ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FORALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ADDITIONAL NOTES 1) INTERIOR TO BE'/" DRYWALL FINISH, 2)ALL INTERIOR GYPSUM BOARD TO BE MIN.'/:"THICK WITH (13 GAGE, 1318" LONG, 19164" HEAD ; 0.098" DIAMETER, 1 VV LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 518" LONG, 5164" HEAD; OR GYPSUM BOARD NAIL, 0,086" DIAMETER, 1 518" LONG, 9132" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4,2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0,12 WATT PER SQUARE CENTIMETER, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL H COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1 DESIGN LOADS IN ACCORDANCE WITH ASCE 7-16. 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB I FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: WSEAMS: 1 '/."SUSPENDED SLABS: 1 '/a" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPTAS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10 UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL E5 TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.8" LONG AND 0.131 01A. 11) LINTELS SHALL HAVE AMINIMUM 4" BEARING, 12) PROVIDE # 5 CORNER BARS WI 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 318" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 100 NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. .PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE. (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION NO. 29945 16"X16"X8" BLOCK COLUMN 1611Xe" BLOCK COLUMN F O SH-25/EGRESS ® m PRECASTLINTEL JIM ®—PRECASTLINTEL COVERED PORCH 814" FLAT CEILING 12-1r, 21moli HOSE SIBB SH-H321' ®® ® m p pm \ I 5 M.BATH 8'-1" FLAT CEILING WC ni CLOSET :p v m 4'� t 2668 PKD I I VA O" MASTER BEDROOM I 8'A" FLAT CEILING 9'4' COFFER CEILING � I 1 I I I L SH-25/ EGRESS J SH-25 / TEMP. 3-1124 STEP WNGE 6068 SGD KDINING ROOM KITCHENe'-1"VAULTED 8'-1" VAULTED 34A/2=KNEE 4 36" HIGH BAR 6'-7„ u> N GREAT ROOM 8'A" VAULTED APEX OF VAULT 20 MIN. FIRE iATED DOOF " BEARING W FOYER 8'4' VAULTED 606811 LITE/ IMPACT ® IF8H Itm jI q 3.117STEP O gl I� 5, SH-25 C i a� ENTRYwt 10'-1" FLAT CEILING BLOCK COLUMN ®,i ® PRECASTLINTEL 1'-11" FLOOR PLAN SCALE : 1/4" = 1'41 55'-6" mc> BEDROOM #4 8'4' FLAT CEILING 5068 / BF —'- CLOSET ROD & SHELF W III D m HEADER SH-25 'X12" OCK COLUMN 0 SH-25I EC BEDROOM # 3 B'-1" FLAT CEILING 6068 �JF CLOSET CLOSET N ROD & SHELF K m I I 6 K U (1 � O W'S I I 4" VANITY 0• O ATH In J m 91-2FURR-OUT- 2„ BEDROOM # 2 8'-l" FLAT CEILING Ul m� m o $ W.H. w/ DRIP PAN & DRAIN LINE All �H! I OH 0 2" CURB0 m — BEYOND WALL PROTECTION L? PROTECTION --- --r- — — — POST- — —..n POST 22A/2" X 5q" ' ATTIC ACCESS (PULL DN. STAIRS) 1 "---------1---j I ELECT PANEL I 13 I j 5 z LIGHTATTIC STORAGE 1 0 N GARAGE 8'A FLAT CEILING �----- A.F.F. , ------- — — v _- ............ 1 � 3/4" FURRING STRIPS AND 1/2" DRYWALL (TYPICAL) i ' 1T-10Y4" PORT ST LUCIE PROPERTIES i T 021 i 1 KEYLARGIORCOPYRIGH520 [O] P0R T Si LUCID PROP RTI S r INC. UTILITY SLAB FPL METER HOSE BIBB cr w O h SOFFIT DETAIL NO SCALE PLAN INFORMATION A SINGLE FAMILY RESIDENCE MODEL CUSTOM GARAGE SIDE RIGHT ELECTRICAL SERVICE OVER HEAD EXPOSURE 160-C PLAN DIMENSIONS 8f,8"X 57'-0" AREA TABULATIONS LIVING AREA 1799 SQUARE FEET 2 CAR GARAGE 388 SQUARE FEET COVERED ENTRY 45 SQUARE FEET BACK PORCH 164 SQUARE FEET TOTAL FOOTPRINT 2396 SQUARE FEET COPYRIGHT REMAINS THE PROPERTY OF PORT ST LUCIE PROPERTIES INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS,CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. LIVING AREA VOLUME: 14,793.28 SQ. FT. X 6" PRIMED & PAINTED S SPRUCE x 22" SCREENED :NTS AT 72" O.C. JCCO OVER WIRE LATH w/ 11ga. 2" NAILS WITH 3/8" HEAD DIA. AT 6" O.C. OVER 3/8" RIB LATH @ 6" O.C. WITH (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN, SCHEDULE) 5V CRIMP METAL ROOF OVER POLY GLASS UNDERLAYMENT FL # 5259.1 CONT. ALUMN, MTL DRIP OVER (PT) 1 X 2 2" X 6" PRE -PRIMED SPRUCE FASCIA VENTED STUCCO SOFFIT (SEE DETAIL) STUCCO FINISH VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC, VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN) l FOR SIZE & SPACING .0'-0" TOP OF SLAB `I' GRADES 4" ELEVATION TOP [DATE E : 08 / 13 / 2021 SCALE 1 /4" = 1'-0" GARAGE SIDE RIGHT EXPOSURE 160C MODEL KEY LARGO PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 EMAIL: PWELCHINC@AOL.COM 12 6L INSULATION 1/2" DRYWALL @ CEILING (TYPICAL) 8" X 8" X 16" BEAM BLK. W/ (1) # 5 BAR IN 3000 PSI CONCRETE FILLED CELL 8" PRECAST LINTELS W/ (1) # 5 BAR FOR ALL DOOR AND WINDOW OPENINGS & FILLED W/ 3000 PSI CONCRETE 1"X 2" P.T. FURRING STRIPS @ 16" O.C. WITH FI-FOIL INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS 4" CONIC, SLAB (MIN. 2500 PSI) w/ 6 X 6 10/10 WWM OR FIBERMESH O O I:w rx 00 Z UL 0 TEV TYPICAL WALL SECTIO (CONCRETE BLOCK I LINTEL U-BLOCK CONSTRUCTION) NO SCALE Supercedes All Previous Site Plans for OSTDS # Well # Date: / Reviewer: C .�4yd W * Ito. 2��94�y ', •� W n . ? T ^.y'4 STAUE tit! g .i New, 0kYQ,,g, x to 34983 103, PORT S1 LUCIf, IORID1ff �I a FLOOR PLAN PAGE JOB NUMBER : FLORIDAREGISTRATIONN0.29945ZO1 SW POR1 S1 LUCID BLVD., SU1 A 101 +/- 18'A0" TO RIDGE BRG. HT B'-1" FFFII TTI� I II II ! P� II I I� II I I II I I II I h III. -..-.,_ OPENING I.D. OPENINNI G I.D. OPENINNG I.D. 01 FRONT ELEVATIUN SCALE : 1/4" = 1'4' 2 I 2 I 4E OPENING I.D. OPENING I.D. 21 21 03 REAR ELEVATION ® OPENING I.D. I 11 CALCULATE ATTIC VENTILATION CEILING = 2396 SQUARE FEET 2396/150 = 16 REQUIRED VENTILATION 212.0 LINEAR FEET OF 6" X 22"VENTS @ 72" O.C. = 32.39 SQ. FT / 2 SQUARE FEET AVAILABLE FOR CROSS VENTILATION, 16.2 SQUARE FEET > 16 SQUARE FEET: SOFFIT VENTILATION OK PROVIDE 6"X 22" SOFFIT VENTS (cD 72" ON CENTER Nf BRG. HT 8'-1" 02 LEFT ELEVATION SCALE : 1/4" = 1'-0" 12 6� BRG_HT. 81_1" _BRG. HT. 8'-1"_ ' F.F.E. 0'-0" 0 m OPENING LD. OPENING LD. � OPENING LD. B C 21 11 2E 04 RIGHT ELEVATION ACTUAL DESIGN PRESSURES FORALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS. v OPENING AREA � INTERIOR ZONE Q END ZONE (NOTE #1) IN SQUARE FEET POSITIVE NEGATIVE POSITIVE NEGATIVE 10 +35.6 PSF -38.7 PSF +35.6 PSF 47.7 PSF Q2 20 +34.1 PSF -37.0 PSF +34.1 PSF 44.5 PSF 50 +32.0 PSF w32.DPSF +32.0 PSF 40.2 PSF 4Q 100 +30.3 PSF -33.3 PSF +30.3 PSF -37.0 PSF 1. DESIGN PRESSURES PER ASCE 746 Z EXPOSURE 160-C PROJECT NAME PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS Q 5708 TANGELO DR., FORT PIERCE, FL 34982 SHEET TITLE O. ELEVATIONS PAGE DATE 08 / 13 / 2021 GARAGE SIDE RIGHT EXPDSURE 160C MODEL KEY LARGO JDB NUMBER ENGINEER PAUL WELCH LNG. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT UCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0, 29945 �4.,, STAiE aF ty T fin l� / , \ 1 \J \J W P/G F1- o 'o ;`--DWGFt-- GFI K DOUBLE SIN W/DISR A % / u RANGE 11 W/HOOD � /yg�� r APEX OF VAULT Is 1 1 1 I / ( 1 i I I ®® ELECTRICAL SYMBOL LEGEND SWITCH 4; THERMOSTAT OT GFI OUTLET (p 3-WAY SWITCH $3 SD/CO DETECTOR SD GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $D DOOR CHIMES PPOM9 PUSH BUTTON [9 ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET WP/GFI SERVICE PANEL M 110V OUTLET (p SERVICE METER r=Ll CEILING FAN 220V OUTLET 9 LIGHT FIXTURE 4-PLEX OUTLET Q WALL MOUNTED lilt x SWITCHED OUTLET (p LIGHT FIXTURE \ ® LIGHT FIXTURE rp1 CEILING FAN w/LIGHT SPECIAL PURPOSE w/PULL SWITCH \ J JUNCTION BOX O RECESSED LIGHT A/C DISCONNECT `� VAPOR PROOF P19 x PHONE OUTLET RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET DISK LIGHT `DJ SCONCE PREWIRE 77 NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 l /1 r - SD/CO I � I I � I I \J I — — — — — - — — — — — -5�@ rol u _10 W O ` 1 12' WALL ®VTR I I 7D>� J GFI / PROTECTION •-�--------r-)- �- - - - - - - ,POST , ATTIC ACCE�S , , , 1 r ' `-- -------� --' 'i ELECT. PANEL i \ I i I ` i Il I, ,I GFI 1 — — i � I i i I i i i i i I I I I I I PORT ST LUCID PROP�RtI�S, INC.kl GEN. SWITCH / FP METER y: DISC � 220V ELECTRICAL LOAD CALCULATIONS PER NEC 1 1799 SQ. FT, AT 3 VOLT-AMPERES (GENERAL LIGHTING) 5397 VA 2 (2)20AMPAPPLIANCE CIRCUITS 3000 3 LAUNDRY CIRCUIT 1500 4 DRYER 5000 5 RANGE 12000 6 WATER HEATER 4500 7 DISHWASHER 1200 8 REFRIGERATOR 1200 9 IRRIGATION PUMP OPTION 1800 10 MISC. 5000 TOTAL: 40597 VA FIRST 10 KW @ 100% REMAINDER (a7 40% TOTAL : A/C HEAT @ 100% TOTAL : 32238.8 = 134.33 AMPS USE 150 AMP SERVICE. 240 10000 12238.8 22238,8 10000 32238.8 VA ELECTRICAL NOTES 1)ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 201I EDITION. 2) A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE NIGH-EFFACY LAMPS ORA MINIMUM OF 75 % OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BEHIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMITAIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES, 4)SMOKE DETECTORS TO BE 110V WI BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION. FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS, 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 1254OLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVINGi BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK, 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS, 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 3 # 1/0 IN 2" C ELECT. SERVICE "EP„ O150 120/240V M 2 j 1)a MBR 150A MLO 3#1/0,#6,211C # 6 CU GROUND TIED TO BUILDING STEEL, CWPAND DRIVEN GROUND ROUND OPTION - "A" ELECTRICAL RISER / DIST. NOTE : USE ALL COPPER WIRE NO SCALE PR�JEGT NAME : DATE : 10/11/2021 ENGINEER v PROPOSED KEY LARGO SPEC HOME scALE : 1/4°=1'-0° PAUL WELCH INC. .�,,y� �'�'� I- W MECHANICAL o ELECTRICAL ?�' �� �pGEk3t <',y .�= W 7 PROJECT ADDRESS : GARAGE SIDE : RIGHT CIVIL ENGINEERING ?tr HaA 915 i 0, W A 103 1984 SW BILTMORE ST, SUITE # 114 it a 5708 TANGELO DR., FORT PIERCE, FL 34982 EXPOSURE: 160 C PORT SAINT LUCIE, FL 34984 4W. STAGE u ]` e erj PHONE: (772) 785-9888 �.+, rt�•y41,v�r S HE ET TITLE MODEL: KEY LARGO EMAIL: PWELCHINC@AOL.COM yNSSAj�iu+ul PAUL WELCH P.E. ELECTRICAL PAGE JOB NUMBER 2 FLORIDA REGISTRATION NO.29945 0 a 16"X16"XBit 16"Xall BLOCK BLOCK COLUMN COLUMN 1 RECESS SLAB 3-1/2" O Lu) BELOW FINISH FLOOR u. a I 4" THICK (3000 PSI) CONCRETE SLAB F 1 W/ FIBERMESH OR 6'7 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN TG I COMPACTED CHEMICALLY TREATED FILL aIC 4"THICK (3000 PSI) CONCRETE SLAB w/FIBERMESH OR fill/ fill 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL 4) M —•- 12" X 12" )CK COLUMN FOUNDATION PLAN TOP OF SLAB 3-iR" STEP F00 RECESS SLAB 3.1/2" BELOW FINISH FLOOR v u- LAV � � II II II II _ II F9 rFTG 6.7/2' WALL _ ®VTR I 8'-1"BEARING WALL AND HEADER in 17'-2" I I 3-In•STEP I AHUI ( - _ _ -_ W� "BEARING WALL I - CHASE 0- ( BY PLUMBER I 2" CURB(o.l Co.l Ii BEYOND WALL PROTECTION -' F-5 I I POST FTG I I g,_3„ Ij ELECT PAN (j I 18,_3�„ I II U 111T-11%„ ti. 1I N `.�' -10 gl ® ® 1D N N N G El IL 12"X- o N BLOCK OLU N F 3 i CURB HEIGHT VARIES AROUND PERIMETER OF GARAGE 1 m o iB j v 3'-16`' i 0 in Z #5 REBAR m 4' CONCRETE SLAB rFf�:OJOLO OR - - - i'r io Z (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. BEARING FOOTING SCALE: 1/21ga =1'-O" �+ #5 REBAR Z 11 7-5/6" CURB o M 4' CONCRETE SLAB FINISH GRADE Zy4fl - - CONCRETE iV (2) # 5 MINIMUM CONTINUOUS, 3"COVER MIMIMUM. F3 CURB SECTION SCALE : 1/2" = 1.0" FINISHED clll=l�. 111=111=1i" ill 111'lll0 111=111=1i"_ i11=111=111=11 ill-111=111_il.=...��11_._.—...�...a �111=IIIBill�111=11115111_111_I11_il .1=111=I11=111= 1=111=1'�IIIBIII�Iy. L�111=1T1,=1� 'lll=1T1-111=111=111=1 111� CONCRETE SLAB I=111c�=111=III=III3 �=1ilc i111E3IIIE111=111=IIIBflI_111_IllcI lag -.. �l.� N—(2)#S MINIMUM CONTINUOUS, ® . STEP 1 v M m� # 5 REBAR WITH 30" MIN: LAP SPLICE g� Z 0 # 5 VERT. REBAR IN (300D PSI) CONCRETE 0 to ys tgt BI FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) oZ # 5 CONTINUOUS pT FPL of I METER U , U I- 4" THICK CONC, SLAB STUCCO FINISH _ - ZU ao W � w/ FIBER MESH U ...1 # 5 BAR INTO SLAB AT 4' O.C. CURB HEIGHT VARIES 4 IL = ¢ N --_- -- _.\ (2)# 5 BARS CONTINUOUS AT 12" O.C. VERTICAL mowOU wx W ]go 0 ate o m > V" t 4 F r> a Z FINISH GRADE if MIEN- d. 3 O U (3000 PSI) CONCRETE SPREAD FOOTING 4" (2) # 5 BARS CONTINUOUS o a a c) a " F A TYPICAL STEM WALL FOOTING DETAIL w rn w SCALE: NO SCALE p o HOSE BIBS 00 v PROJECT NAME DATE : 10/11/2021 PROPOSED KEY LARGO SPEC HOME SCALE : 1/4" = 1'-0" • PROJECT ADDRESS GARAGE SIDE RIGHT O 5708 TANGELO DR„ FORT PIERCE, FL 34982 EXPOSURE* 160 C SHEET TITLE MODEL KEY LARGO 201 SW PORT ST LUCID BLVD., SUITS 103, PORT ST LUCRE, LORIDA 34983 a FOUNDATION PAGE SOB NUMBER: ENGINEER MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 # 5 REBAR WITH 30° MIN. LAP SPLICE # 6 VERT REBAR IN (3000 PSI) CONCRETE FILLED CELL. (SEE FOUNDATION PLAN FOR LOCATIONS) STUCCO FINISH # 6 BARS CONTINUOUS AT 12" O.C. VERTICAL FINISH GRADE ("SEE ELEVATION PLAN") (300D PSI) CONCRETE SPREAD FOOTING # 5 BARS CONTINUOUS TYPICAL STEM WALL FOOTING DETAIL SCALE: NO SCALE 1, e w 7 a X STA6E f#' ,RB,yYC T , i I ' 1L4 zo 6'-01/2" 31-2" 4'-51/2" 6'-2" 8mwwww iof , N I 1 , 1 , © O 1 1 , i � N 7'-11/," 21-3YlI , ,` N N ' N ' O ; M , O ' , 1 1 1 1 i 1 ' 1 , 1 , 1 00 go ----- --- - --------` . , 8=4," BRG. WALL WHEA PERABOVE r - N 1 3-112"STEP 1 ' 11 , I -J II � ¢ II , I � I I m II 00 , 11 1 , , , 3-1120STEP N N , \�,_�IyLV,�J t I [AT , ' 14'4' 61-1 j1 10'0 6'_1" 1 , D , wwww 5'-fill 3'-2" 6'-11%" 31-211 3'-10" 5'-3" 3'-10" 3'-2" l'-5%" 1'-7" 16'-0" POR1 S1 LUCID PROP�RiI�S. INC. s O ut 8FF20 24 8 CROSS SECTIONS NOTE: CONTRACTOR TO VERIFY WINDOW &DOOR OPENING INFORMATION OPENING SCHEDULE L/II UMETE LINTEL (CONTRACTOR TO VERIFY) BETWEEN OPENINGS OPENING MASONRY BOTTOM WALL LINTEL LINTEL SAFE APPLIED SAFE Im APPLIED CODE OPENING TYPE OPENING OF BEAM, HEIGHT LENGTH COMPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD O 16070 OHG DOOR 192" X 8411 84" 81-1" 171-4" 8F16-1B/1T 950 200 404 100 SH-25 3811 X 6311 81" 8141 4'-6" 8F16-1B/1T 6113 200 2724 100 O3 SH-25 3811 X 63" 81" 86-1" 4'-6" ' 8F16-1 B/1T 6113 200 2724 100 ® SH-25 3811 X 63" 8111 81.1" wwwwwwI 4'-6" 81=16-18/1T 6113 200 2724 100 O5 SH 25 38" X 63" 8111 8'-1" 4'-6"' . 8F16-1B/1T 6113 1150 2724 650 © SH-25 3811X63" 8111 8'-1" 41-6" 8F16-1B/1T 6113 800 2724 450 0 6068 S.G.D, 7411 X 7911 79" 8'-1" 7' -6" 8F16-1 B/1T 2661 1300 1634 600 ® SH-23 38"X38-3/8" 8111 81-1" 41-6" 8F16-1B/1T 6113 2800 2724 1500 O9 SH-H32 26-1/2" X 26" 81" 81-1" 4'-6" 8F16-1B/1T 6113 550 2724 wwwww 300 10 SH-25 38" X 63" 81" 8'4" 4'-611 8F16-1B/1T 6113 100 2724 100 11 SH-25 381tX63" Sill 81-1" 4'1-611 8F16-1B/1T 6113 550 2724 300 12 60 FRENCH PATIO DOORS 74" X 79" 7911 8'-1" 7'-611 8RF14-1 B/1T 2459 550 1462 250 13 SH-25 38" X 63" 81" 8'-1" 41-6" 8F16-1B/1T 6113 800 2724 450 L-1 ❑ OPENING AT COVERED ENTRY 81" 81-111 9'-4" 8F16-1B/1T 1843 250 wwwwwwwww 1133 100 TOP OF BEAM L_2 OPENING AT COVERED ENTRY 81,1 81-111 4'-6ll 8F16-1B/1T 6113 250 2724 150 TOP OF BEAM L-3 OPENING AT COVERED ENTRY 8111 81-1" 4'-6" 8F16-18/1T 6113 250 2724 150 TOP OF BEAM L� OPENING AT COVERED PORCH 8111 81-1„ 9'- 4" 8F16-1B/1T 1843 200 1133 100 TOP OF BEAM L_5 OPENING AT COVERED PORCH 8111 81-111 10'-fi ll 8F16-1B/1T 1533 350 914 750 TOP OF BEAM L-s ❑ OPENING AT COVERED PORCH Bill g,-1„ TOP OFBEAM 10'-611 8F16-1B/1T 1533 250 914 150 PROJECT NAME DATE : 10/11/2021 PROPOSED KEY LARGO SPEC HOME S GALE : 1/4" = 1'-0" 7 PROJECT ADDRESS : GARAGE SIDE : RIGHT O 5708 TANGELO DR., FORT PIERCE, FL 34982 EXPOSURE: 160 C SHEET TITLE MODEL : KEYLARGO 0• BLOCK AND LINTEL PAGE JOB NUMBER : ENGINEER PAUL WELCH INC. MECHANICAL o ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST, SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785.9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 15y el•,�, L ,{ Na.29945 it, - W A 105 ,�1., SfAYE Ci f�4 SUH,tk E 'F*` (A Level 1 x 52"H I 13'0"W x 5'2"H Bed 4 Bed 3 3U"W x 52"H 3'0"Wx5'2"H 80"Wx6'8"H 12x12 12x12 137dm 12x8 176dm 137 dm T T 176 dm 7" 50 CFM "o" 30x18 8" 4"Duct 2z"W xzz^H 879dm 4"ExhaustVent 192ch Kitchen 1192 c dm q 100CFM MasterBath 7" 4J 6"Duct + s -► 42dm 3n^wx2z^H 6"Exhaust Vent ® 8x8 8x8 Hall 7„ Bath 114 dm 3 dm 4" l an Bath` 9" 12x12 7" 7" 132dm Bed 8 x4 14" 1dm Laundry6„ 1. 16x16 N Hers His q„ 8x4 i 10" 4- 22 d n 7" 12 x8 50 CFM 14x14 7„ 8x8 12„ 132dm 18" 4"Duct 229 dm 4„ 52 dm Bit4"ExhaustVent 4 it 14" moo + Garage Bx8 611 10x10 1e x 10 DUCTS IN THE GARAGEAND 103dm 6" 179d179dm m DUCTS PENETRATING THE WALLS OR CEILINGS 8 x 8 Foyer GR SEPARATING THE DWELLING 103 dm FROM q 416 -► THE GARAGE SHALL BE Pi CONSTRUCTED OFA MINIMUM MasterBed NO. 3'0'Wx52"ti 3U"Wx5'2"H 26 GAGE(0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID 1wj6VWx6WH NONMETALLIC CLASS 0 OR 3'0"WxSz"H CLASS 1 DUCT BOARD, OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE Job #: 1587 Performed by Chris Bateman for: Key Largo Spec Home (RHF) 1097 SW DeauvilleAve Fort Pierce, FL34982 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com Scale: 1 : 120 Page 1 Right-Suite®Universal 2021 21.0.08 RSU29066 2021-AugA0 09:35:42 VAC\5708 Tangelo Dr PSL Prop.rup POR1 S1 LUCK PROP�RiI�S, INC. 3" Gp. .Zn 2" VTR L 2" n PROJECT NAME C1 PROPOSED KEY LARGO SPEC HOME PROJECT ADDRESS : Q 5708 TANGELO DR., FORT PIERCE, FL 34982 5HEET TITLE a HVAC PAGE 3" L 2" NER 2" STUDDO VENT —AIR GAP DW KS 3" VTR J�L L W WC 3" )��f 3" 3" ��� n PLUMBING RISER NO SCALE L TUB 2n WC 1 2°. 3" PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX, 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION, DATE 10l11/2021 SCALE 1/4"=1'-0" GARAGE SIDE RIGHT EXPOSURE 160C MODEL KEY LARGO JOB NUMBER: ENGINEER PAUL WELCH INC. MECHANICAL � ELECTRICAL CIVIL ENGINEERING 1984 SW BILTMORE ST., SUITE # 114 PORT SAINT LUCIE, FL 34984 PHONE : (772) 785-9888 EMAIL: PWELCHINC@AOL.COM PAUL WELCH P.E. FLORIDA REGISTRATION N0.29945 4 ) z in TRUSS END DETAIL 12 PLUMB CUT OVERHANG 6 4-1/2" HEEL HEIGHT 1'-0" TRUSS CONNECTOR SCHEDULE TRUSS NOTES: 1) ALL ROOF TRUSSES TOBEDESIGNED BYTRUSS COMPANY 'SENGINEER, 2) CONTRACTOR TO PROVIDE ENGINEER., AND BUILDING DEPARTMENT WITH ENGINEERED INSTALLING TRUSSES. 3) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 4) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 5) SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS TRUSS DRAWINGS BEFORE CONTRACTOR: PSL PROPERTIES OWNER: SPEC HOME TRUSSMFGR: BUILDERS FIRST SOURCE LAYOUT DATE: 09 / 08 / 2021 CUT -SHEET DATE: 06 / 21 / 2021 TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES A9 1ST&3RD 1477 (1)HETA 20 1810 (8)16d A9 2ND 3000 (1) MGT 3965 (22) 10d & (1) 5/8" A.B. 2 s B7 1ST 1239 (1) HETA 20 1810 (9) 10d X 1-1/2" 87 2ND 1433 (2) MTS 16 2000 (14) 10d X 1-112" G1 1ST 1253 (1)HETA 20 1810 (8)16d Gt 2ND 1880 (2) HETA 20 2500 (12) 16d VALLEYS CONT 100 # PLF O MTS 16 1000 (14) 10d X 1-1/2" O 1 STRAPAT EACH END AND 24" O.C. ALL OTHERS ATCBS BEARING EACH <1800 # (1) HETA 20 1810 (9)10d X 1-1/2" AT CBS BEARING AAT ORAMES BEARING EACH <1000 # (1) MTS 16 1000 (14)10d X 1-112" AT FRAME BEARING VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR w/ (4) # 9SD X 2-1/2" TO O SUPPORTING TRUSS AND (3) # 9 SD X 1-1/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTCR SHALL BE INSTALLED AT EACH END AND 24" O. C. MAX. 2O USE SIMPSON STRONG TIE SYSTEM WITH 12"MIN. EMBEDMENT FOR ANCHOR BOLTS (A.B.) O3 (1) HDU4 w/(10) SDS 1/4"X 2-1/2" & (1)5/8"A.B. )MAY2 BE USED IN LIEU ON CONNECTOR SPECIFIED NOTE: FOR MISSED TRUSS CONNECTORS AT BLOCK WALLS WITH 1175 # UPLIFT OR LESS, PROVIDE "SIMPSON" HTSM WITH (4) 1/4" X 1-3/4" TITEN, AND (10) 10d. FOR MISSED TRUSS CONNECTORS FOR TRUSSES WITH 1175 # UPLIFT OR MORE, CONSULT ENGINEER FOR PROJECT NAME DATE : 10/11/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE : 1/4"=1'-0" PAUL WELCH INC. `��VC�%c W PROJECT ADDRESS GARACtiE SIDE : RIGHT MECHANICALoELECTRiCAL +S Bo2+t91S *r` CIVIL ENGINEERING W ' + 1984 SW BILTMORE ST, SUITE # 114 O5708TANGELODR.,FORTPIERCE,FL34982 EXPOSURE 160C PORT SAINTLUCIE,FL34984 DF/� PHONE : (772) 785.9888 SHEET TITLE : MODEL : KEYLARGO EMAIL: PWELCHINC OL.COM4 201 SW PORT ST LUCIE BLVD., SUITE IR PORT ST LUCIf, f LORIDA 34983 TRUSS LAYOUT PAGE Joe NUMBER: FLORIDA PAUL WELCH RE, EGISTRATIONNO,29945 0 Z Z W 0_ O 0_ O O a t` 1/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER 4L) PT) OR 2" X 8" (PT) BUCK (TYPICAL) E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL (16'-0' X 8'4' & 9'"0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/811 X 5-1/2" EMBED. TITEN HD w/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 121, O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/1611 X 3" TAPCONS w/ 5/811 WASHERS. (STAGGER GRAIN) BATT INSULATION TRUSS BOTTOM CHORD SCALE E C Q 1/2" DRYWALL CEILING 2" X 4" TOP PLATE OR 1-1/2" X 3-5/8" METAL RUNNER NO SCALE 2" X 4" WOOD FRAMING @ 241104136 OR 1-1/2" X 3-5/8" METAL STUDS 1/2" DRYWALL BOTH SIDES (TYPICALALL WALLS INCLUDING GARAGE) 2" X 4" BOTTOM PLAT OR 1A/2" X 3-5/8" METAL RUNNER w/ TAPCONS OR CUT NAILS @ 211,0" O.C. (10d NAILS FOR WOOD FLOOR) FLOOR EAVE SIMPSON MTS 16 w/14-1Od NAILS PER CONNECTOR SCHEDULE DOUBLE 2"M" TOP PLATE PROVIDE (2) 211X12" YP HEADER w/FLITCH PLATE GLUED & NAILED 1/2" DRYWALL w/10d NAILS @ 8" O.C. STAGGERED (WALLS &CEILINGS) BOTH SIDES @ DOOR OPENINGS. 1/4" X 3" TAPCONS @ 12" O.C. TO BLOCK WALL OR 1/2" X 5-1/2" REDHEADS @ 241106C, RAI INSULATION NOTE: PROVIDE SIMPSON SPH-4 @TOP & BOTTOM PLATES @ 16" O.C. w/ 10-10d NAILS. 2"X4" STUDS @ 16110.C. SPH4 TOP & BOTTOM EACH STUD P.T. 2"M" BOTTOM PLATE wl 1l2" DIA. X 12" A.B. @ 24" O.C. OR 5/8" DIA. X 6" REDHEADS @ 24" O.C. w/ HURRICANE WASHERS, MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR (TYPICAL GENERIC ROOF PLAN "PLAN VIEW") A = 5 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS ZONE 1Q NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE 02 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD ZONE NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD NOTE ROOF SHEATHING SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE. ROOF SHEATHING NAILING ZONE POR1 St LUCID PROP�RTI�S, INC. PRE"ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19132" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT GALV, MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (1) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. (1) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN i l FOR SIZE & SPACING ) FOOTING FA 12 6� 8" X 8" CONT, FRAME TO MATCH 12" BLOCK 8" PRECAST LINTELS W/ (1) # 5 BAR FILLED W/ 3000 PSI CONCRETE 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 16d NAILS EACH END (TYPICAL) BEAM BLOCK wit(l) #5 BAR IN (3000) PSI CONCRETE EXTERIOR CEILING TO BE —STUCCO OVER WIRELATH w/ 11 GA. 2" NAILS w/ 3/8" CIA HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2 LAYERS OF 15 # FELT OVER EACH FRAMING MEMBER) STUCCO FINISH X12" CONCRETE BLOCK COLUMN CONCRETE SLAB PER FOUNDATION PLAN FRONT PORCH POST DETAIL NOTE : SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE PROOFING c/gULN�DEELRLLAYMENpT IISHEATHING 2IT4T'YLPADDER-FIR AT 12" INCHES O.C. _.._SOFFIT PER PLAN -dill do ALUMINUM DRIP EDGE OVER 1" X 2" P.T. L4l moltv ' . ......." - 2" X 6" PRE -PRIMED SPRUCE FASCIA -- TRUSS BY TRUSS COMPANY ,;';-STUCCO R/ WIRELATH / VAPOR BARRIER / SHEATHING MEIALTIR A%HINGL NOTE # 13, SHEETA100 ;' PER TYPICAL WALLSHEATHING SECTION CEILING PER PLAN BY TRUSS COMPANY BOSTON HIP DETAIL NO SCALE NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE 19132" ROOF SHEATHING ROOFING UNDERLAYMENT PER PLAN (3)18tl NAILS (TYPICAL) "BRACING @RIDGE AND 8'O.C. EACH SIDE OF RIDGE EACHSIDE 2"X WOOD FASCIA w/ALUM. DRIP EDGE —SOFFIT (SEE DETAIL) 2" X 4' LADDER FRAMING @ 12" O.C. 112" STUCCO EXPANSION JOINT STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 318" DIAMETER HEAD @ W O.C. OVER (2) LAYERS OF 116 # FELT ORTYVAK BUILDING WRAP) OVER 16132" COX PLYWOOD WITH 10d NAILS TO STUDS @ 6" O.C. PERIMETERAND FIELD. CEILING PER PLAN _ GABLE END TRUSS 2"X4" SPRUCE OR BETTER LATERAL BRACE @ 8' O.C. FASTENED TO TOP OF BOTTOM iBd COMMON NAILS @ 12" DID, CHORD OF TRUSSES WITH (2)16d NAILS - EACH,ATGABLEENDTRUSSAND s STRAP GABLE END TRUSS WITH"SIMPSON" 4 TRUSS BACK HETA20AT 48' O.C. WITH (9)10d X 1.1/2" NAILS EMBED STRAP IN BEAM 4" P.T. 2"X8'CONTIN000S WITH OR 6-112" WEDGE GE ANCHOR ANCHOR AT 24' O.C, WITH 2' X 2' X 1/8" WASHERS OTE: - PROVIDE RAKE BEAM @ VAULTED GABLE ENDS GABLE END DETAIL TRUSS VERTICAL WES 4� NO SCALE PRE.ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY COX PLYWOOD (SEE NAILING DETAIL) SIMPSON STRAP PER CONT GALV. MTL DRIP OVER (PT) 1 X 2 2" X 6" RS SPRUCE FASCIA SOFFIT PER DETAIL TEXTURED STUCCO FINISH (2) OR (3) #5 VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI GONG' (2) OR (3) # 5 VERTICAL DOWELS w/ 30" LAP SPLICE FROM FOOTER SEE FOUNDATION PLAN i FOR SIZE & SPACING J PROJECT NAME : DATE : 10/11/2021 ENGINEER PROPOSED KEY LARGO SPEC HOME SCALE 1/4"=1'-0" PAUL WELCH INC. W PROJECT ADDRESS (SA RAGE SIDE RIGHT MECHANICAL aELECTRICAL 7 CIVIL ENGINEERING a 1984 SW BILTMORE ST., SUITE # 114 5708 TANGELO DR., FORT PIERCE, FL 34982 EXP 0 S U R E : 160 c PORT SAINT LUCIE, FL 34984 PHONE: (772) 785-9888 SHEET TITLE : MODEL KEY LARGO EMAIL: PWELCHINC@AOL.COM �. DETAILS PAGE JOB NUMBER : PAUL WELCH P.E. FLORIDA REGISTRATION NO, 29945 FOOTING F-1 REINFORCE EACH VERTICAL MEMBER OF GABLE END TRUSS WITH 2" X 4' T-BRACE WITH 16d NAILS AT 8 INCHES O.C. w/ 11GA. 2" NAILS w/ 3/8" DIA, 8" BEAM BLOCK HEAD @ 6" O.C. OVER (1) # 5 BAR FILLED 3/8" METAL RIB LATH @ 6" W/3000 PSI CONCRETE O.C. w/ (2 LAYERS OF 15 It FELT OVER EACH 8" X 8" PRECAST LINTELS FRAMING MEMBER) WI (1) # 5 BAR FILLED WI 3000 PSI CONCRETE TEXTURED STUCCO FINISH •16" X 16" X 8" CONCRETE BLOCK COLUMN OR 8"X16" CONCRETE BLOCK COLUMN /CONCRETE SLAB / PER FOUNDATION PLAN n PORCH POST DETAIL NOTE: SEE TYPICAL WALL SECTION FOR MORE INFORMATION NO SCALE 1.1 }Y W tr Na 29915 ; W A 108 STATE OF z T A�.,Y.O �ain� r N CMU W� (SEE WF CORRO: PER V APPLY PE BETWEE (SEE V1 FILLED CELLAT JAMB BLOCK (TYPICAL) I" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICTACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/MIN. 14/4" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FBC R703.4 (1.2) AS PER DETAILS PROVIDED NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILLAS MANUFACTURED BY CAST-CRETE (OR EQUAL) PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK &WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 1"X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICTACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVALZNSTALLATION REQUIREMENTS. )OR BUCK DE" POR1 ST LUCID PROP�RTI�S, INC.T11 M'k STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY w/ MIN. 14/4" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MORTAR OR GROUT 112" DRYWALL FILLED CELLAT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE if 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICTACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS, NOTE: BUCK 2" X 6" P.T. RIPPED DOWN TO 2 X 4-1/8"P.T. w/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4 /12" 0. Co w/ # 10 SCREWS, PER PRODUCT APPROVAL. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) - CAULK SEAM Ai WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 3/4" FURRING TO MASONRY WALL WATERPROOFING NOTES THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING 1. PRIOR TO BUCK INSTALLATION TREAT TO SEAL THE WINDOW I DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THEAPPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING B" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS, FBC R703.4 AAAMA414 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8"BETWEEN BUCK AND MASONRY. 3, PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING I SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS, PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW /DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW /DOOR INSTALLATION. 6. AFTER WINDOW I DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW /DOOR TO ENSURE A WATER RESISTANT INTERIORAIR SEALAROUND THE ENTIRE PERIMETER. PROJECT NAME DATE : 10/11/2021 ENGINEER C1 PROPOSED KEY LARGO SPEC HOME SCALE : va^=1'-0" PAUL WELCH INC. �^�,Jx.�„!�£x I" P R O J E GT ADDRESS MECCIVILI ENGINEERINGICAL W GARAGE SIDE RIGHT:*, Na.24945 ,► W A 109 rFLL'ORIDA 4 SW BILTMORE ST, SUITE # 114 z 5708 TANGELO DR., FORT PIERCE, FL 34982 EXPOSURE : 160 C PORT SAINT LUCIE, FL34984k srerE 1+r:; O PHONE: (772) 785-9888 zs'P,r'%, 0 ROI, Ljf�q r`�� I MODEL KEY LARGO @ ' �rAYNAh �t�"° N SHEET TITLE EMAIL:PWELCHINC AOL.COM y PAUL WELCH P.E. O. DETAILS PAGE JOB NUMBER : REGISTRATION N0.29945